Determination of soil bearing capacity and profile using CAP-SASW method at Western Malaysian Peninsular
Bearing capacity is one of an important feature in geotechnical engineering and estimated using in situ conventional method. Inherent problem in the method such as relieving of stress during drilling and testing motivates the use of seismic method to provide supplementary small strain parameters...
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| Main Authors: | , , , , , |
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| Format: | Book Chapter |
| Language: | English English |
| Published: |
Springer Nature
2019
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| Subjects: | |
| Online Access: | http://irep.iium.edu.my/80091/7/80091%20Determination%20of%20Soil%20Bearing%20Capacity%20and%20Profile%20Using%20CAP-SASW%20Method.pdf http://irep.iium.edu.my/80091/8/80091%20Determination%20of%20Soil%20Bearing%20Capacity%20and%20Profile%20Using%20CAP-SASW%20Method%20SCOPUS.pdf http://irep.iium.edu.my/80091/ https://link.springer.com/chapter/10.1007/978-3-030-32816-0_63 |
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| Institution: | Universiti Islam Antarabangsa Malaysia |
| Language: | English English |
| Summary: | Bearing capacity is one of an important feature in geotechnical engineering
and estimated using in situ conventional method. Inherent problem in the
method such as relieving of stress during drilling and testing motivates the use of
seismic method to provide supplementary small strain parameters in estimating the
bearing capacity. This paper presents a non-invasive method which offers sustainable
development by utilizing the propagation of Rayleigh waves and thus
minimizing cost in site investigation and construction work. Bearing capacity
derived from an equation of hyperbolic shear stress-strain model to evaluate the
bearing capacity at some of selected sites at western peninsular Malaysia. |
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